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RIVER BRIDGE 5 PAY ITEM NO. DESCRIPTION UNIT ABUTMENT PIER TOTAL A-1 A-2 B-1 B-2 Pier 1 Pier 2 103 (2)a Structural Excavation (Above Water Level) cu.m. - 103(2)b Structural Excavation (Below Water Level) cu.m. - 400 (12) Steel Sheet Piles (Furnished, Driven, Removed) each - 400(17)c Concrete Piles Cast in Drilled Holes, (1500mmØ) l.m. 72.00 72.00 72.00 72.00 288.000 400(17)d Concrete Piles Cast in Drilled Holes, (2500mmØ) l.m. 52.00 52.00 104.000 400(22)a Pile Integrity Test, Dia= 1600mmØ each 2.00 2.00 4.000 400(22)b-3 Pile Dynamic Test, Dia = 1600mmØ each 1.00 1.00 2.000 405(1)a-1 Structural Concrete Class "AA2" (28 Mpa) for Pile Cap Footing cu.m. - 405(1)a-2 Structural Concrete Class "AA2" (28 Mpa) for Columns cu.m. 59.69 59.69 119.381 405(1)a-3 cu.m. 146.30 141.50 142.84 147.28 85.77 89.29 752.981 405(1)a-4 Structural Concrete Class "AA2" (28 Mpa) for Diaphragms cu.m. 5.22 5.31 4.97 5.08 20.62 20.37 58.46 120.025 405(1)a-5 Structural Concrete Class "AA2" (28 Mpa) for DeckSlab cu.m. 573.42 573.425 405(1)a-6 Structural Concrete Class "AA2" (28 Mpa) for Parapet cu.m. 1.80 1.80 1.80 1.80 84.50 91.717 405(1)a-8 Structural Concrete Class "AA2" (28 Mpa) for Risers cu.m. 0.66 0.42 0.69 0.55 0.78 0.95 4.050 405(1)a-10 Structural Concrete Class "AA2" (28 Mpa) for Approach Slab cu.m. 19.29 17.39 18.69 17.25 72.620 406(1)a Prestressed Concrete Girders.AASHTO Type VI, 41 Mpa , L = 40 m each 24.00 24.000 407(1) Lean Concrete cu.m. 11.63 10.62 11.69 10.69 44.630 407(2) Expansion Joint (type A Gap = 50 mm) l.m. 16.75 15.70 17.29 15.83 65.565 407(3)a Galvanized Anchor Bars (Dia = 36mmx1900mm(Type A @ Fixed Pier each 21.00 21.00 42.000 407(3)b Galvanized Anchor Bars (Dia = 36mmx1900mm(Type A @ Abutment A & B each 30.00 30.00 30.00 30.00 120.000 412(1)e Elastomeric Bearing Pad (400mmx600mmx70m, DURO 60) each 6.00 6.00 6.00 6.00 12.00 12.00 48.000 412(2)a Compressible Pad (450mmx200mmx30mm thick) each 12.00 12.00 12.00 12.00 24.00 24.00 96.000 505(5) Grouted Riprap Class "A" cu.m. - 517(2)a Deck Drains (dia = 150 mm GIP , L=1900mm) each - SUPER - STRUCTURES Structural Concrete Class "AA2" (28 Mpa) for Coping, Wingwalls, Corbels, Backwalls, & Shear Keys

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River Bridge Estimate

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Page 1: RIVERBRIDGE 5

RIVER BRIDGE 5

PAY ITEM NO. DESCRIPTION UNIT ABUTMENT PIER TOTALA-1 A-2 B-1 B-2 Pier 1 Pier 2

103 (2)a Structural Excavation (Above Water Level) cu.m. - 103(2)b Structural Excavation (Below Water Level) cu.m. - 400 (12) Steel Sheet Piles (Furnished, Driven, Removed) each - 400(17)c Concrete Piles Cast in Drilled Holes, (1500mmØ) l.m. 72.00 72.00 72.00 72.00 288.000 400(17)d Concrete Piles Cast in Drilled Holes, (2500mmØ) l.m. 52.00 52.00 104.000 400(22)a Pile Integrity Test, Dia= 1600mmØ each 2.00 2.00 4.000 400(22)b-3 Pile Dynamic Test, Dia = 1600mmØ each 1.00 1.00 2.000 405(1)a-1 Structural Concrete Class "AA2" (28 Mpa) for Pile Cap Footing cu.m. - 405(1)a-2 Structural Concrete Class "AA2" (28 Mpa) for Columns cu.m. 59.69 59.69 119.381

405(1)a-3 cu.m. 146.30 141.50 142.84 147.28 85.77 89.29 752.981

405(1)a-4 Structural Concrete Class "AA2" (28 Mpa) for Diaphragms cu.m. 5.22 5.31 4.97 5.08 20.62 20.37 58.46 120.025 405(1)a-5 Structural Concrete Class "AA2" (28 Mpa) for DeckSlab cu.m. 573.42 573.425 405(1)a-6 Structural Concrete Class "AA2" (28 Mpa) for Parapet cu.m. 1.80 1.80 1.80 1.80 84.50 91.717 405(1)a-8 Structural Concrete Class "AA2" (28 Mpa) for Risers cu.m. 0.66 0.42 0.69 0.55 0.78 0.95 4.050 405(1)a-10 Structural Concrete Class "AA2" (28 Mpa) for Approach Slab cu.m. 19.29 17.39 18.69 17.25 72.620 406(1)a Prestressed Concrete Girders.AASHTO Type VI, 41 Mpa , L = 40 m each 24.00 24.000 407(1) Lean Concrete cu.m. 11.63 10.62 11.69 10.69 44.630 407(2) Expansion Joint (type A Gap = 50 mm) l.m. 16.75 15.70 17.29 15.83 65.565

407(3)a Galvanized Anchor Bars (Dia = 36mmx1900mm(Type A @ Fixed Pier each 21.00 21.00 42.000

407(3)b Galvanized Anchor Bars (Dia = 36mmx1900mm(Type A @ Abutment A & B each 30.00 30.00 30.00 30.00 120.000

412(1)e Elastomeric Bearing Pad (400mmx600mmx70m, DURO 60) each 6.00 6.00 6.00 6.00 12.00 12.00 48.000 412(2)a Compressible Pad (450mmx200mmx30mm thick) each 12.00 12.00 12.00 12.00 24.00 24.00 96.000 505(5) Grouted Riprap Class "A" cu.m. -

517(2)a Deck Drains (dia = 150 mm GIP , L=1900mm) each -

SUPER - STRUCTURES

Structural Concrete Class "AA2" (28 Mpa) for Coping, Wingwalls, Corbels, Backwalls, & Shear Keys

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